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IIA) IVRN <br />NORTHERN <br />TECHNOLOGIES,LLC <br />CLIENT City of Ramsey <br />STREET RECON_GEO_18 MSP_06855 000\TESTING REPORTS\GINT\BROOKVIEW ESTATES.GP <br />I I I I I I I <br />1 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />BORING NUMBER SB-6 <br />PAGE 1 OF 1 <br />PROJECT NAME Brookview Estates Street Reconstructions <br />PROJECT NUMBER 18.MS06855.000 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION 883.5 feet HOLE SIZE 6 1/2 in. <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater Observed. <br />LOGGED BY RRH CHECKED BY SDG AT END OF DRILLING --- <br />CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- <br />NOTES Elevation determined using a Trimble GeoXH 6000(NAVD 88 GeoID 09 datum). <br />ATTERBERG <br />Lu a o w o LIMITS <br />U >- } co LJ j w <br />w= Q O MATERIAL DESCRIPTION > OJ D Q w - N Q o ff 12arr H U w z <br />p 0D O. m0> U >OZ Ou) =p LL <br />U < w UZ O O J J QZ <br />Cn <br />0 <br />0.4 BITUMINOUS PAVEMENT (5 Inches) , 883.1 I [ AU <br />0.9 APPARENT AGGREGATE BASE (6 1/4 Inches) 882.6 <br />1.5 SILTY SAND, (SM) dark brown, fine to medium grained, 882.0 <br />Imoist, trace gravel <br />(Undocumented Fill) <br />SILTY SAND, (SM) brown, fine to medium grained, <br />moist, medium dense, trace gravel <br />4.0 (Alluvial) 879.5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown <br />5 to light brown, fine to medium grained, moist, loose, <br />trace gravel <br />(Alluvial) <br />10 <br />10.5 873.0 <br />Bottom of borehole at 10.5 feet. <br />SS 89 5-6-5 <br />1 (11) <br />20 <br />S 100 3-5-5 <br />( ) <br />SS 89 3-4-3 <br />3 (7) <br />SS 67 3-3-3 <br />4 (6) <br />SS 100 3-3-3 <br />5 (6) <br />